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/ FOLD 3"MAX. <br /> 14"MIN.POLYESTER OR <br /> NYLON SUPPORT CORD <br /> GEOTEXTILE FABRIC <br /> FLOW <br /> • / <br /> SUPPORT CORD <br /> 1 <br /> iiu_. <br /> ::::—•••- 114"x 114"x 48"(MIN.)AIR OR KILN DRIED <br /> N :=r:="•—i t. HICKORY OR OAK POSTS <br /> ii-. 11 .ii-i 1-. - 1i- <br /> all._ 114. X ,—::= :- <br /> ':iii 6::=gi. il�:: i <br /> ,,i = ijTrl:l <br /> nl <br /> 101 L1i l ., <br /> 6,M <br /> I_..- �lll1lll � -- <br /> WOVEN GEOTEXTILE FABRIC _\�i j L I' 7ii IiiLlii il=::, <br /> 'aii!w: i ii !ii_t°=iL!l 11L : <br /> SECURE FABRIC TO POST WITH IN 5 PLACES MIN. /� \ ��\ji iii14 i lili�7.,ii��':- I <br /> Oy1/ '° AIL•{ <br /> F� ANCHOR TRENCH �2i <br /> BACKFILL AND <br /> MATERIAL NOTES COMPACT ANCHOR TRENCH <br /> 1. GEOTEXTILE FABRIC SHALL BE WOVEN AND SHALL CONFORM TO THE FLOW <br /> MATERIAL REQUIREMENTS LISTED IN SECTION 628 OF THE WISDOT \ 1 <br /> STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE D _ <br /> CONSTRUCTION,2003 EDITION,SECTION 3888 OF THE MINNESOTA II II II II ,. =11=11 <br /> STANDARD SPECIFICTIONS FOR CONSTRUCTION,2005 EDITION,OR 8"MIN.GEOTEXTILE IN <br /> SECTION 910 OF THE MICHIGAN STANDARD SPECIFICATIONS FOR ANCHOR TRENCH 1 20"MIN. <br /> CONSTRUCTION,2003 EDITION. POST BURIAL <br /> 4"WIDE x 6"DEEP <br /> INSTALLATION NOTES ANCHOR TRENCH <br /> 1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNR <br /> CONSERVATION PRACTICE STANDARD 1056,MINNESOTA STANDARD INSPECTION&MAINTENANCE NOTES <br /> SPECIFICATIONS FOR CONSTRUCTION#2573,OR MICHIGAN STANDARD <br /> SPECIFICATIONS FOR CONSTRUCTION#208. 1. AT A MINIMUM,PERFORM INSPECTIONS WEEKLY AND WITHIN 24 <br /> HOURS OF PRECIPITATION EVENTS PRODUCING 0.5 INCHES OR MORE OF <br /> 2. CONSTRUCT THE SILT FENCE IN AN ARC WITH THE ENDS POINTING RAINFALL. <br /> UPSLOPE TO AVOID EROSION AROUND THE ENDS OF THE FENCE. <br /> 2. INSPECT FENCES FOR DAMAGE TO STAKES AND FABRIC, <br /> 3. FAILURE TO PROPERLY ANCHOR SILT FENCE COULD RESULT IN WATER UNDERCUTTING,EXCESSIVE SEDIMENT ACCUMULATION(GREATER THAN I <br /> AND SEDIMENT RELEASE BENEATH THE SILT FENCE. OF THE FENCE HEIGHT),AND INDICATIONS OF SCOUR AROUND THE EDGES. <br /> 4. CONSTRUCT THE FENCE FROM A CONTINUOUS ROLL OF GEOTEXTILE 3. REPAIR OR REPLACE SILT FENCE WITHIN 24 HOURS OF IDENTIFYING <br /> TO AVOID JOINTS. WHERE JOINTS ARE NECESSARY,OVERLAP TO THE AND DEFICIENCIES. <br /> NEXT POST OR WRAP ADJOINING FABRICS TOGETHER AROUND THE <br /> JOINT POST AND TIGHTLY FASTEN. <br /> 5. SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. <br /> 8. WHEN NOT USED IN CONJUNCTION WITH OTHER PRACTICES,INSTALL <br /> SILT FENCE PER THE SPACING REQUIREMENTS OF THE FOLLOWING TABLE: <br /> SLOPE FENCE SPACING <br /> <2% 100 FEET <br /> 2-5% 75 FEET <br /> 5-10% 50 FEET <br /> 10-33% 25 FEET <br /> >33% 20 FEET <br /> DRAWN DATE SILT FENCE <br /> rva Dv,Nro <br /> CHECKED- DATE <br /> AL 05DIKO <br /> APPROVED: DATE AWNS NNT4"NNNO"CONAWDA STANDARD EROSION CONTROL DETAIL <br /> rue wpm <br /> REV DATE DESCRIPTOR DRAWN CHKD MTV CCPV <br /> SCALE: =NTS STANDARDS I I T-OHD-MSC-025.0001 v00 <br /> MS DOCUMENT tS FORT*USE OP AMERICAN TRANBMISSON COMMIT AMERICAN TRANSn45iON COMPANY DECLAIMS ALL WARRANTIES BOTH EXPRESS AND IMPLIED.USE WANTONS DTHER THAN AMERICAN TRANSMISSION COMPANY IS AI THEN OWN RISK CAMEIBCN TRANSI"SS,ON COMPANY 2CES <br /> ...\dms02355\T-OHD-MSC-025.000.dgn 6/1/2009 8:15:08 AM <br />